HomeMy WebLinkAboutDocumentation_Regular_Tab 7A_4/16/1992 (2) •
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•
. VILLAGE
LLAGDE OF TEQUESTA
VP- UILDING P TMENT
;i Post Office Box 3273 • 357 Tequesta Drive
;=a�� ��� t Tequesta, Florida 33469-0273 • (407) 575-6220
e :._�." FAX: (407) 575-6203
fCif COU01
MEMORANDUM:
TO: Thomas G. Bradford, .Village Manager
FROM: Scott D. Ladd, Building Official Or
DATE: April 6, 1992
SUBJECT: Request/Public Hearing for vacation & abandonment of
certain portions of a drainage easement.
Eastwinds Landing Subdivision.
Tom, attached please find eleven ( 11) copies of packets and plans
for the above referenced subject. The proposed request has been
reviewed by Richard Staudinger, P. E. , of Gee & Jenson and the
change he requested has been incorporated into the drainage
plans. Our engineer and staff agree that an adequate drainage
system alternative has been proposed and that it is in the best
interest for Eastwinds Landing to vacate and abandon the drainage
easement in order to provide more land area for homes and
accessory structures on each of the platted lots that the drainage
easement currently crosses and is located over. Staff recommends
approval of this request.
SDL: jmm
Attch.
Recycled Paper
NOTICE OF PUBLIC HEARING
Notice is hereby given that, the Village Council of the Village of
Tequesta, Florida, at a regularly scheduled meeting to be held on
April 16, 1992 beginning at 7:00 P. M. in the Council Chambers of the
Village Hall, 357 Tequesta Drive, Tequesta, Florida, will have on the
agenda the following petitions for the abandonment of portions of
drainage easements as shown on the Plat of Eastwinds Landing
Subdivision, as recorded in-Plat Book 62, Page 94 & 95, Public Records
of Palm Beach County, Florida, submitted by:
1. Riveredge Development Corporation
c/o Ronald G. Potter, C. P. A.
237 1/2 Krome Avenue
Homestead, FL 33030
2. Antonio Romano and Laura Romano
18150 Perigon Way
Jupiter, FL 33458
3. Gregory R. Mericle and L. Susan Mericle
18312 N. W. 68th Avenue, Apt. B
Miami Lakes, FL 33015
4. Dorothy May Campbell
4 Tradewinds Cirle
Tequesta, FL 33469
5. Jefferson D. Eyke and Sandra C. Eyke
805 Ruddiman Drive
North Muskeogon, MI 49445
6. Michael Rhodes and Doris A. Rhodes
11 Eastwinds Circle
Tequesta, FL 33469
A location map and legal description of the portions of drainage
easements proposed to be abandoned and as noticed herein are available
to the public and all interested parties at the Office of the Village
Clerk in the Village Hall and in the Department of Community
Development in the Village Hall Complex.
All persons interested in this matter may appear before the Village
Council of the Village of Tequesta at the time and place aforesaid and
be heard.
Should any interested party seek to appeal any decision made by the
Village Council with respect to any matter considered at this Public
Hearing, said party will need a record of the proceedings, and for
such purpose, may need to insure that a verbatim record of the
proceedings is made, which record includes the testimony and evidence
upon which the appeal is to be based. 280.0105, F.S.S.
This Notice is published pursuant to the Village of Tequesta Code of
Ordinances and the Florida State Statutes and is posted at the Village
of Tequesta Village Hall in a conspicuous location outside the front
door.
Joann Manganiello
Village Clerk
Published: April 1, 1992
EXHIBIT "A"
DRAINAGE EASEMENT ABANDONMENT DESCRIPTION
That Drainage Easement shown on the Plat of EASTWINDS LANDING as recorded
in Plat Book 62 at pages 94 and 95, inclusive, in and for the Public
Records of Palm Beach County, Florida, described as follows:
Commencing at the West One-Quarter corner of Section 25, Township 40
South, Range 40 East, Palm Beach County, Florida, also being the Southwest
corner of Government Lot 2, said Section 25 , thence Due North along the
West line of said Section 25 , a distance of 1378. 34 feet to a concrete
monument being the Southwest corner of the said plat of EASTWINDS LANDING;
thence S . 89°23 ' 05"E. along the South line of the said plat of EASTWINDS
LANDING a distance of 405 . 73 feet to the Point of Beginning of the
hereinafter described easement; thence N. 02°45 ' 40"W. a distance of 174 . 43
feet to a point of curve concave to the East, having a radius of 300 feet
and a central angle of 14°21 ' 33" ; thence Northerly along the arc of said
curve a distance of 75. 18 feet to a point of reverse curve concave to the
Southwest, having a radius of 161 . 78 feet and a central angle of 66°
16 ' 01" ; thence Northwesterly along the arc of said curve a distance of
187 . 11 feet to a point of tangent; thence N. 54°40 ' 09"W. along said tangent
a distance of 43 . 99 feet to a point of curve concave to the Northeast
having a radius' of 3641. 17 feet and a central angle of 18°17 ' 30" ; thence
Northerly along the arc of said curve a distance of 116 . 26 feet to a point
of tangent; thence N. 36°22 ' 39"W. along said tangent a distance of 26 . 31
feet to a point of curve concave to the Southwest having a radius of
158 . 66 feet and a central angle of 49°46 ' 13" ; thence Northwesterly along
the arc of said curve a distance of 137 . 82 feet to a point of tangent;
thence N. 86°08 ' 52"W. along said tangent a distance of 87 . 28 feet to a point
on the West line of said Section 25; thence Due North along the West line
of said Section 25 a distance of 17 . 66 feet to a point on the Safe Upland
Line as shown on said Plat of EASTWINDS LANDING; thence S . 86°21 ' 51"E.
along said Safe Upland Line a distance of 24 . 74 feet; thence S. 89°57 ' 07"E.
a distance of 38 . 91 feet; thence N. 87°30 ' 25"E. a distance of 25 . 04 feet;
thence N. 88°32 ' 02"E. a distance of 47 . 26 feet; thence S. 86°12 ' 58"E. a
distance of 28 . 58 feet; thence S. 66°49 ' 29"E. a distance of 26 . 40 feet;
thence S. 24°22 ' 28"E. a distance of 55 . 95 feet; thence S. 32°02 ' 47"E. a
distance of 43 . 75 feet; thence S . 40°03 ' 12"E. a distance of 46 . 88 feet;
thence S. 47°34 ' 52"E. a distance of 49 . 01 feet; thence S. 58°27 ' 09"E. a
distance of 43 . 01 feet; thence S . 53°18 ' 41"E. a distance of 29 . 94 feet;
thence S•. 66°00 ' 10"E. a distance -of 32 . 38 feet; thence S. 51°36 ' 39"E. a
distance of 37 . 90 feet; thence S. 21°55 ' 04"E. a distance of 29 . 25 feet;
thence S. 84°56 ' 26"E. a distance of 17 . 48 feet; thence N. 51°37 ' 53"E. a
distance of 8 . 79 feet; thence N. 05°40 ' 44"E. a distance of 17 . 91 feet;
thence N. 16°10 ' 46"E. a distance of 11 . 95 feet; thence S. 89°36 ' 51"E. a
distance of 1 . 98 feet; thence S. 03°20 ' 59"E. a distance of 18 . 81 feet;
thence S. 01°04 ' 56"E. a distance of 25 . 96 feet; thence S. 15°18 ' 29"W. a
distance of 54 . 07 feet; thence S. 22°27 ' 40"W. a distance of 33 . 46 feet;
thence S. 17°27 ' 50"W. a distance of 43 . 60 feet; thence S. 06°33 ' 52"W. a
distance of 50 . 73 feet; thence S. 03°33 ' 30"E. a distance of 37 . 65 feet;
thence S. 03°25 ' 17"E. a distance of 43 . 97 feet; thence S. 09°21 ' 55"E. a
distance of 22. 41 feet; thence S. 15°30 ' 55"E. a distance of 31. 29 feet;
thence S. 21°37 ' 02"E. a distance of 29 . 84 feet; thence S. 73°19 ' 45"E. a
distance of 5 . 81 feet; thence S. 44°21 ' 21"E. a distance of 9 . 81 feet; thence
N. 89°23 ' 05"W. along the South line of the said plat of EASTWINDS LANDING a
distance of 53. 79 feet to the Point of Beginning. LESS that portion of
aforedescribed easement lying within the North 10 feet of Lot 3 and the
South 10 feet of Lot 4, said Plat of EASTWINDS LANDING.
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.' PROFESSIONAL LAND SURVEYOR
- FLORIDA CERTIFICATE NO. 2l00$.
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OFFICE: I)Ef, PROFESSIONAL LAND SURVEYORS NO.: 02-Oo9
I DATE: 2-1- 92 725 N. A1A • Suite C109 • Jupiter, FL 33477 • 407-747-9894 SILT. OF 4j
LAW OFFICES
• SCOTT, ROYCE, HARRIS, BRYAN & HYLAND, P.A.
4400 PGA BLVD., SUfTE 900
PALM BEACH GARDENS, FL 33410
RICHARD K BARRA WILLIAM J. HYLAND,JR
JOHN L BRYAN, JR JOHN M. JORGENSEN
BARRY B. BYRD STANLEY D. KLETT
MARK P. GAGNON RAYMOND W. ROYCE
PAUL R. GOLIS ROBERT A. SCHAEFFER
J. RICHARD HARRIS ROBERT C.SCOTT(1925-1982)
March 24, 1992
HAND DELIVERED RECEIVED \�`
Mr. Scott D. Ladd
Building Official/Chief Code MAR 2 5 1992
Compliance Officer VILLAGE OF
Village of Tequesta TEQUESTA
357 Tequesta Drive BLDG. DEPT.
Tequesta, Florida 33469
Re: Eastwinds Landing/Vacation of Drainage Easement
Dear Mr. Ladd:
This letter shall constitute a supplement to my February 25, 1992 letter to you
wherein I requested, on behalf of Riveredge Development Corporation and the Eastwinds
Landing Home Owners Association, Inc., the vacation/abandonment of the Drainage
Easement on the east end of the subdivision.
The reason the request for the vacation/abandonment was made is well founded.
We have discovered a problem with the size of the subdivision's waterfront lots as platted.
With the Drainage Easement as it presently exists in the rear of each of the waterfront
lots, there is an inadequate amount of space within the lots to effectively build a home.
Additionally, the lack of space, certainly as a practical matter, precludes the lot owners
from having accessory structures such as pools.
I have also attached Exhibit "A" to this letter which lists the current names and
addresses of each of the lot owners within the Eastwinds Landing subdivision and within
the plats that abut the Eastwinds Landing subdivision.
If you require any further information please contact me.
Sincerely,
l: k "
Robert A. Schaeffer
TELEPHONE: (407) 624-3900
TELECOPIER: (407) 624-1-6:13
EXHIBIT "A" TO
MARCH 24, 1992 LETTER TO SCOTT D. LADD
LOT OWNERS WITHIN EASTWINDS LANDING:
1. Lots 7 & 8 - Ms . Dorothy May Campbell, 4 Tradewinds Circle,
Tequesta, Florida 33469 .
2 . Lot 9 - Jefferson D. Eyke and Sandra C. Eyke, 805 Ruddiman
Drive, North Muskeogon, MI . 49445.
3 . Lot 12 - Michael Rhodes and Doris A. Rhodes, 11 Eastwinds
Circle, Tequesta, Florida 33469 .
4 . Lot 6 - Gregory R. Mericle and L. Susan Mericle, 18312 N.W.
68th Avenue, Apt. "B" , Miami Lakes, Florida 33015 .
5. Lot 5 - Antonio Romano and Laura Romano, 18150 Perigon Way,
Jupiter, Florida 33458 .
6 . Lots 1, 2, 3, 4, 10 & 11 - Riveredge Development
Corporation, c/o Ronald G. Potter, C.P.A. , 237 1/2 Krome Avenue,
Homestead, Florida 33030 .
LOT OWNERS WITHIN PLAT OF COUNTRY CLUB POINTE:
1. Lot 1 - Curtis A. Addison and Carol A. Addison, 3 Country
Club Circle, Tequesta, Florida 33469 .
2 . Lot 2 - James P. O'Connor and Margaret L. Schiell, 7
Country Club Circle, Tequesta, Florida 33469 .
3 . Lot 3 - Alfred Dowrick and Joan Dowrick, 11 Country Club
Circle, Tequesta, Florida 33469 .
4 . Lot 4 - Albina Wiggins, 19267 West Indies Lane, Tequesta,
Florida 33469 .
5 . Lot 5 - F.J. Broedell, Sr. and Rita M. Broedell, 23 Country
Club Circle, Tequesta, Florida 33469 .
LOT OWNERS WITHIN PLAT OF TEQUESTA:
1. Lots 176, 177, 178 & 179 - Tequesta Country Club, 201
Country Club Drive, Tequesta, Florida 33469 .
2. Lot 178 . 1 - Loxahatchee River Environmental Control
District, 2500 Jupiter Park Drive, Jupiter, Florida 33458.
SCOTT, ROYCE, HARRIS, BRYAN & HYLAND, P.A.
4N
Jiiff °�'_4 hanni, inc.
• Consulting Engineers
725 A1A North, Suite C109,Jupiter, Florida 33477 RECEIVED
Phone: (407) 575-6030 Fax: (407) 575-6088
. c 1992
March 5 , 1992 ��!•�,i,,:,.. OF
TEQUE.SI A
Mr. Scott Ladd BLD • DEPT.
Building Official
Village Of Tequesta
357 Tequesta Drive
Tequesta, Florida 33458
RE: Eastwind Landings
Dear Scott:
Reference is made to our telephone conversation of March 3,
1992 regarding the proposed drainage modification to the
above referenced project. Please consider the followings :
1 . The proposed exfiltration trench with reinforced concrete
pipe will not require any additional maintenance beyond
the typical pipe cleaning that may be required for any
storm system. The trench design is used by Florida
Department Of Transportation and Palm Beach County in
their right-of-ways . Driveways may be constructed at any
location without any problems concerning the trench.
2 . The proposed system provides twice as much storage as the
existing retention pond without the potential problems
associated with standing shallow water in the retention
area. As per SFWMD, the bottom of dry retention pond
shall be 1 ' above the high water table which is at 1 . 8 FT,
NGVD in this area. The retention pond bottom is at
elevation 2 . 0 FT, NGVD.
3 . The peak stage of a 3YR-1DAY storm with the proposed
system is 4 . 70 FT, NGVD or the same as the flow line of
the swale at the low point which indicates no standing
water.
4 . Permit application has been submitted to South Florida
Water Management District for processing.
Civil Structural Traffic
March 5 , 1992
Mr. Scott Ladd
Page Two
Please feel free to contact me if I may be of any assistance
regarding the proposed drainage system.
Sincerely,
Jeff H. Iravani, Inc .
Jeff H. Iravani, P.E.
President
JHI :dd
cc : Bruce Neandross
Robert Shaeffer
s South Florida Water Management District
a7 .o
70
• 0x~ 3501 (gun Club Road • P.O. Rox 2408(1 v aim c, • • • 34l0.4(80 • (407)680.8800 • Fl.WATS 1-8(X)-432-2045
na ,
pR 1 t0
CON 24-06 d,��AIS FINAL APPROVED
Regulation Department G✓%, w 0 F ��
Application No. 920309-5 ^0i a MAR 3 1 E992
March 31, 1992 WPB
RECEIVED
Tequesta Village Engineer
P.O. Box 3273
Tequesta, FL 33458 APR 0 3 1992
Dear Sirs: VILLAGE OF
TEQUESTA
Subject: EXEMPTION NO. : 50-02853-S BLDG. DEPT.
Owner: Riveredge Development Corp.
Project: Eastwinds Landing
Location: Tequesta, Palm Beach County, S25/T40S/R42E
A request for Permit Exemption pursuant to Rule 40E-4.053, Florida
Administrative Code (F.A.C. ) has been received for the above referenced
. project. The owner has certified that all the conditions for the exemption
have been or will be met upon construction; consequently the District will not
be analyzing the surface water management system. It is therefore necessary
that you consider this in your review of the project.
Sincerely,
Kenneth S. Todd, Jr. , P.E.
Supervising Professional
Surface Water Management Division
KST/ld
c: DER
Riveredge Development Corp.
Palm Beach County Engineer
Jeff H. Iravani , Inc.
(iorornin� Board
\Il.in\%illedgc.Chairman-Miami James F...Nall- Fort Lauderdale Leah(i.Schad-West Palm beach Tilford C.Creel.F.securiee Director
Valerie I\ovd.Vice Chairman•Naples \nnie I\etancourt-Miami Frank\Villiamson..Jr,-Okeechobee Thomas K.\1ar\'icar.lieputy Executive Director
Ken \dams• West Malin Leach Franklin li Mann- I'ort\1)ers I-.ugene IS Pettis• fort Lauderdale
LAW OFFICES
SCOTT, ROYCE, HARRIS, BRYAN & HYLAND, P.A. Z-q-
4400 PGA BLVD., SUfTE 900 t� 0�(�
PALM BEACH GARDENS, FL 33410 rr� ! /Cl
RICHARD K BARRA WILLIAM J. HYLAND,JR
JOHN L. BRYAN. JR JOHN M. JORGENSEN
BARRY B. BYRD STANLEY D. KLETT
MARK P. GAGNON RAYMOND W. ROYCE
PAUL R. GOLIS ROBERT A. SCHAEFFER
J. RICHARD HARRIS "OBE COTT(19251982)
/( ,t' \"
March 3, 1992 <F-2) %
HAND DELIVERED i �;n �`t.
Mr. Scott D. Ladd ti • >:' > '°'
Building Official/Chief Code �� 3�V) //J
Compliance Officer �`"----._
Village of Tequesta Building Dept.
357 Tecuesta Drive
Tequesta, Florida 33469
Re: Eastwinds Landing/ Vacation of Drainage Easement
Dear Mr. Ladd:
I have enclosed Check No. 1249 payable to the Village of Tequesta in the amount
of $250.90. This check represents the application fee payment in connection with the
vacation/abandonment of the Eastwinds Landing drainage easement per my February 25,
1992 let ler to you.
P ease contact me regarding any further requirements. Thank you.
Sincerely,
Robert A. Schaeffer
cc: Jeff Irivani
Bruce Neandroae
LAW OFFICES
. SCOTT, ROYCE, HARRIS, BRYAN & HYLAND, P.A.
4400 PGA BLVD., SUITE 900
PALM BEACH GARDENS, FL 33410
RICHARD K BARRA WILLIAM J. HYLAND, JR
JOHN L BRYAN, JR. JOHN M. JORGENSEN
BARRY B. BYRD STANLEY D. KLETT
MARK P. GAGNON RAYMOND W. ROYCE
PAUL R. GOLIS ROBERT A. SCHAEFFER
J. RICHARD HARRIS ROBERT C.SCOTT(1925-1982)
February 25, 1992
HAND. DELIVERED
Mr. Scott D. Ladd
Building Official/Chief Code
Compliance Officer
Village of Tequesta Building Dept.
357 TeqUesta Drive
Tequesta, Florida 33469
Re: Eastwinds Landing/ Vacation of Drainage Easement
Dear Mr. Ladd:
This law firm represents Eastwinds Landing Home Owners Association, Inc. and
Riveredge Development Corporation, the Developer of the Eastwinds Landing Subdivision.
Riveredg Development Corporation is the owner of a majority of all votes of Eastwinds
Landing Home Owners Association, Inc.
On behalf of Riveredge Development Corporation and Eastwinds Landing Home
Owners Association, Inc. we submit this letter as formal application and request for the
vacation/abandonment of the Drainage Easement located abutting the rear of Lots 1
through 8 of the Plat of Eastwinds Landing recorded in Plat Book 62, Pages 94 and 95,
Public Records'of Palm Beach County, Florida.
Pursuant to the plans prepared Jeff H. Iravani, Inc. Consulting Engineers, which are
delivered to you along with this letter, the vacated drainage easement will be replaced with
an exfiltr tion trench in the utility easements already present in front of the Subdivision's
Lots 2, 3, 11 & 12.
Mr. Scott D. Ladd
• February 25, 1992
Page 2
please process this application and notify me regarding any information and
procedi res necessary to have the Drainage Easement properly vacated/abandoned by,the
Village Ilof Tequesta. Thank you.
Sincerely,
Robert A. Schaeffer
cc: John C. Randolph, Esquire
Ms. Doothy May Campbell
Jeff Her Iravani
W. Richard Staudinger
Bruce Neandross
SCOTT, ROYCE, HARRIS, BRYAN & HYLAND, P.A.
. , Fil F
GEE&JENSON
•
Engineers-Architects- February 20, 1992 ; . .517)
.
Planners,InG r '_`.. v
l�
j�t)�
;•;
Mr. Scott Ladd } F`-
Building Official t F 1�7
•
Villag
e of Tequesta � •'C�
357 Tequesta Drive
P.O. Box 3273
Tequesta, FL 33458
Re: Eastwind Landings
Dear Scott:
Enclosed is a copy of the February 3, 1992 letter from Jeff Iravani and one (1) set of
blueline plans and revised drainage calculations for the Eastwind Landings subdivision.
The concept of replacing the dry detention area with additional trenches is acceptable.
The only nodification I feel is appropriate to Mr. Iravani's plan is to raise the grate
elevation cif the bubble up inlet (type E) at the south end of the system to elevation 4.0.
This will insure the trench system is properly surcharged to provide water quality
treatment.
Please call if you have any questions.
Very tr I y ,
/Ch5.11 a
. Richard Staudinger, P.E.
WRS:kvc
enc
91-004 Task 004
cc: Jeff Iravani
One Harvard hi idle •West Palm Beach,Florida 33409-1923•407/683-3301 •FAX 407/686-7446
• jcff 'FL inanni9 Inc.
Consulting Engineers
725 Al A North, Suite C109, Jupiter, Florida 33477
Phone: (407) 575-6030 Fax: (407) 575-6088
•
Februaray 3 , 1992
GEE & JENSEN
One Harvard Circle
West Palm Beach, Florida 33409
ATT: Richard Staudinger, P.E.
RE: EASTWINDS LANDING
Dear Richard:
Attached you will find two copies of drainage plans and
calculations for the above referenced project for your
review. Please consider the followings: A
1 . The existing retention pond along Loxahatchee River is to
be abandoned and replaced with an exfiltration trench.
2 . As per your comments, additional inlets are now located at
the each end of exfiltration trenches for maintenance
purposes .
3 . High water elevation of 1 . 8 FT, NGVD is assumed in design
calculations.
We would appreciate your written approval of the system
so we may submit to SFWMD for permit exemption.
Please feel free to contact me should you need additional
information.
Sincere ,
Y
JEFF H. IRAVANI , INC.
J4a- H. ravani, P.E.
President
JHI :do
cc: Scott Ladd, Village Of Tequesta
Bruce Neandross
Bob Schaeffer, Esq.
Civil Structural Traffic
. ConsJiting Engineers SHEET NO. 1 J o/ v
725 Al A North,Sui e C109,Jupiter, Florida 33477 CALCULATED SY J I'' ! DATE 9-3-47_
Phone: (407) 575-6030 Fax: (407) 575.6053 CHECKED BY DATE-
- SCALE
•
IV. EXFILtTRATION SYSTEM
L=V/K (II29+2H2Du-D2+2H2DS) +1 . 39x104 (WDu)
v= 5 .4 _4 A-I
K= 1,24x.b CFS/SF-FT •
H2= 2,2 FT . . r .
W= 8 FT
Du= 2.2. FT .
Ds= 1.8 • FT .
L (REQ) = 353 FT
1 L (PROP) = {36)7 FT
V (EXF) = b. 47 A-F .
. Consulting Engineers of
SHEET NO. 14 J / 1 2L�2 q
.725 Al A North,Sui e C109,Jupiter, Florida 33477 CALCULATED 6Y t DATE �7� 1 Z
Phone: (407) 575-6030 Fax: (407) 575-6063 CHECKED BY DATE
•
SCALE
EASTWINDS LANDING
' STORAGE DATA
DRY SWALE = 0 . 46 ACRES @ 0% IMPERVIOUS = 0 . 00 ACRES
Paving = 0 . 74 ACRES @ 100% IMPERVIOUS = 0 . 74 ACRES
Building = 1 . 01 ACRES @ 100% IMPERVIOUS = 1 . 01 ACRES
Lands ape = 3 . 19 ACRES @, 0% IMPERVIOUS = 0 . 00 ACRES
TOTAL PROJECT = 5 . 40 ACRES @ 32% IMPERVIOUS = 1 . 75 ACRES
IMPERIOUS AREA = 1 . 75 ACRES
PERVIOUS AREA = PROJECT AREA - IMPERVIOUS AREA
3 . 65 = • 5 . 40 -. 1 . 751
AVERAGE PROJECT ELEVATION = 6 . 19 FT.
WET SEASON WATER TABLE ELEVATION AT 1 . 80 FT.
SUBSURFACE STORAGE:
OVERALL DEPTH = 6 . 19 - 1 . 80 = 4 . 39 FT.
FROM S . F.W.M.D. BASIS OF REVIEW :
• USABLE STORAGE = 10 . 9 IN.
VOLUME = ( 10 . 9/12 ) ( 3 . 65 AC. ) (0 . 75 ) = 2 . 49 AC. FT.
INITIAL ABSTRACTION (S ) = 2 . 49 / 5 . 40 = 0 . 460 FT. = 5 . 53 IN.
DRY SWALE STORAGE = 0 . 30 AC. FT.
EXFILTZATION STORAGE = 0 . 47 AC. FT.
TOTAL 1JNSITE STORAGE = 0 . 30 + 0 .47 + 2 . 49 = 3 . 26 AC. FT.
54 STTORAGE IS LINEAR FROM ELEV. 4 . 70 TO 6 . 00
.54At STORAGE IS VERTICAL FROM ELEV. 6 . 00 UP.
SURFACE STORAGE IS LINEAR FROM ELEV. 5 . 50 TO 6 . 50
SURFACE STORAGE IS VERTICAL FROM ELEV. 6 . 50 UP.
, Consulting Engineers i
SHEET NO 3 OF
•725 Al A North,Sui e C109,Jupiter, Florida 33477 CALCULATED 6Y c iii4 DATE 7-S--13 7 .
Fhone: (407) 575.6030 Fax: (407) 575-6053 CHECKED SY DATE
SCALE
•
EASTWINDS LANDING
STORAGE DATA
STAGE 514.14.STORAGE EXFILTRATION STORAGE SURFACE STORAGE TOTAL
FT. AC. FT. AC. FT. AC. FT. AC. FT.
1 . 80 0 . 00 0 . 00 0 . 00 0 .00
2 . 30 0 . 00 0 .00 0 . 00 0 . 00
2 . 80 0 . 00 0 . 00 0. 00 0 . 00
3 . 30 0 .00 0 . 04 0. 00 0 . 04
3 . 80 0 . 00 0 . 15 0 . 00 0 . 15
4 . 30 0 . 00 0 . 26 0 . 00 0 . 26
41. 80 0 . 00 : • 0 . 36 , 0 . 00 0 . 36
5 . 30 0 . 06 0 . 47 0 . 00 0 . 53
5 . 80 0 . 25 0 . 47 0 . 18 0 . 90
6 . 30 0. 44 0 . 47 1 . 33 2 . 24
6 . 80 0 . 67 0 . 47 3 . 22 4 . 36
7 . 30 0 . 90 0 . 47 5 . 18 6 . 55
7 . 80 1 . 13 0 . 47 7 . 15 8 . 75
N, SEE STAGE / STORAGE CURVE
100 YEAR FLOOD PLAIN :
24 HR. RAINFALL = 12 . 0 IN. --- 3 DAY RAINFALL = ( 12 . 0 ) ( 1 . 359 ) = 16 . 3 IN.
( 16 . 3 - ( . 2 ) (5 . 53 ) )"2
RUNOFF = = 11 . 2 IN.
16 . 3 + ( . 8 ) ( 5 . 53 )
VOLUME IN = ( 11 . 2/12 ) ( 5 . 4 ) = 5 . 0 AC. FT.
FROM STAGE / STORAGE CURVE FLOOD STAGE = 6. 93 FT.
MINIMUM BUILDING PAD AT ELEVATION 7 . 00 FT.
Consulting Engineers SHEET NO. - OF
.
725 A1A North, Suite C109,Jupiter, Florida 33477 CALCULATED 6Y Jil DATE 7-3 47.
'" Phone: (407) 575-6030 Fax: (407) 575-6053 CHECKED 6r DATE
•
SCALE
•
EASTWINDS LANDING
100 YEAR 72 HOUR
TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME
INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE
hrs . hrs . % in. in. ac . ft. cfs ac. ft. ac . ft. ac. ft . ft.
0 . 00 0 . 00 0 . 000 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00
5 . 00 5 . 00 0 . 030 0 . 36 0. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 . 70
5 . 00 10 . 00 0 . 061 0 . 73 0 . 00 0 . 00 0. 00 0 . 00 0 . 00 0 . 00 4 . 70
5 . 00 15 . 00 0 . 091 1 . 09 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 . 70
5 . 00 20 . 00 0 . 122 1 . 46 0. 02 0 . 01 0 . 00 0 . 00 0. 00 0 . 01 4 . 70
4 . 00 24 . 00 0 . 146 1 . 75 0 . 07 0 . 03 0 . 00 0 , 00 0 . 00 0 . 03 4 . 70
4 . 00 28 . 00 0 . 182 , 2 . 18 0 . 18 , 0 . 08 , 0 . 00 0 . 00 0. 00 0 . 08 4: 70
4 . 00 32 . 00 0 :217 2 . 60 0 . 32 0 . 14 0 . 00 0 . 00 0. 00 0. 14 4 . 70
4 . 00 36 . 00 0 . 257 3 . 08 0 . 52 0 . 23 0 . 00 0 .00 0. 00 0 . 23 4 . 71
4 . 00 40 . 00 0 . 288 3 . 46 0 . 70 0 . 32 0 . 00 0. 00 0. 00 0. 31 4 . 95
4 . 00 44 . 00 0 . 324 3 . 89 0. 93 0. 42 0 . 00 0. 00 0. 00 0 . 42 5 . 17
4 . 00 48 . 00 0 . 359 4 . 31 1 . 18 0 . 53 0 . 00 0 . 00 0. 00 0 . 53 5 . 29
4 . 00 52 . 00 0 . 404 4 . 85 1 . 51 0 . 68 0 . 00 0 . 00 0. 00 0 . 68 5 . 53
4 . 00 56 . 00 0. 496 5 . 95 2 . 26 1 . 02 0 . 00 0. 00 0 . 00 1 . 02 5 . 83
2 . 00 58 . 00 0 . 572 6 . 86 2 . 94 1 . 32 0 . 00 0 . 00 0 . 00 1 . 32 5 . 98
1 . 00 59 . 00 0 . 628 7 . 54 3 . 46 1 . 56 0 . 00 0. 00 0. 00 1 . 55 6 .05
0 . 50 59 . 50 0 . 678 8 . 14 3 . 94 1 . 77 0 . 00 0 . 00 0 . 00 1 . 77 6. 14
0 . 25 59 . 75 0 . 847 10. 16 5 . 63 2 . 53 0 . 00 0. 00 0. 00 2 . 53 6. 37
0 . 25 60 . 00 1 . 015 12 . 18 7 . 39 3 . 32 0 . 00 0 . 00 0. 00 3 . 32 6 . 56
0 . 50 60 . 5D- 1 . 088 13 . 06 8 . 17 3 . 68 0 . 00 0 . 00 0. 00 3 . 67 6. 65
0 . 50 61 . 00 1 . 126 13 . 51 8 . 58 3 . 86 0 . 00 0 .00 0. 00 3 . 86 6. 69
1 . 00 62 . 00 1 . 177 14 . 12 9 . 14 4 . 11 0 . 00 0 . 00 0. 00 4 . 11 6 . 74
1 . 00 63 . 00 1 . 209 14 . 51 9 .49 4 . 27 0. 00 0. 00 0 .00 4 . 27 6. 78
1 . 00 64 . 00 1 . 239 14. 87 9 .82 4 . 42 0 . 00 0.00 0 . 00 4 . 42 6. 81
1 . 00 65 . 00 1 . 257 15 . 08 10 . 02 4 . 51 0 . 00 0. 00 0. 00 4. 50 6 . 83
1 . 00 66•. 00 1 . 275 15 . 30 10 . 22 4 . 60 0 . 00 0.00 0 . 00 4 . 59 6 . 85
6 . 00 72 . 00 1 . 359 16 . 31 11 . 15 5 . 02 0 . 00 0.00 0 . 00 5 . 01 6 . 93
PE:K STAGE = 6 . 93 FT. PEAK DISCHARGE = 0. 00 CFS
- - ® , The Courier ournal
,'y fir ;KT' • P.O. BOX 1486, JUPITER, FLORIDA 33458
JUPITER
PALM BEACH COUNTY
• FLORIDA
STATE OF FLORIDA
COUNTY 7 PALM BEACH ' -
Before the undersigned authority personally appeared KATHLEEN N . PRITCHARD
who on oath says that hhxis AccTS RFC MANAGER of the JUPITER COURIER
JOURNAL a Bi-weekly newspaper .published at Jupiter in Palm Beach County,
Florida; that the attached copy 'of advertisement, being a
Notice of Public Hearing in the matter of
Village of Tequesta
in the court, was published in said
newspap 'r in the issue of April 1, 1992 .
Affiant further says that the said JUPITER COURIER-JOURNAL is a newspaper
published at Jupiter, in said Palm Beach County, and that the said newspaper -
has ' ;:' ofore been continuously published in said Palm Beach County, Florida
two time each week and corporation has been entered as second class mail
matter at the post office in Jupiter, in said Palm Beach .County, Florida, for
a period of one year next preceeding the first publication of the attached
copy of advertisement; sand affiant further says that he has neither paid nor
promised any person, firm or corporation any discount, rebate, commission or
refund for the purpose of securing this advertisement for publication in the
said newspaper. .
- Ad.e.u.,.„ 4 70,..0-:=1>,c__,
`Sworn to and subscribednbeforg me this .
,2/id day of Gljt� ,�
A.D. 19 ex..., `�`
•
CATHERINE HUDSON
Seal �.,, `v Notary Public,State of Ra.
►' '? 1•: ° N!` Comm.Exp.
�l. Y; p April 19,1996 .
Comm No.CC 184498
1 1
4
6titeloffivautheAkito'
Notice is hereby given that the V11-
fags Council of the Village of To- ••
1 questa, Florida, at a regularly
scheduled-meeting to be held on
April 16, 1992 beginning at 7:00
P.M.in the Council Chombers of the
Village Hall, 357 Tequesta Drive,
Tequesta,Florida,will have on the
agenda the following petitions for
the abandonment of portions of
drainage easements on shown on
the Plat of Eastwinds Londing Sub-
division,as recorded in Plot Book
62,Page 94&95, Public Records
of Palm Beach County,Florida,sub-
OW 4)4'
Riveredge Development Corpo-
.rarion, oio Ronald, G. Potter,
CPA, .,237,1 Krome Avenue,
,HoriestclackF 3.3030
AtonioRcaricila and Laura Ro-
. ona,181..q0,Keigon Way,Jupiter,
3.'"Gr'efefrik,kreii*Cfe
Aik.i44010312-N.W.68th Avenue, •
Apt,B,Miami Lakes,FL 33015
s.4. Dorothy May Campbell, 4
Trodewinds Circle, Tequesta, FL
33469 •
S.Jefferson D.Eyke and Sandra C.
Eyke, $0S,Ruddiman Drive, North
ye-rikeogen;MI 49445
,6. Mi,404Ullodel and Doris A.
hodes;'-lUEcistVfipils Circle, Te-
lue.Shit FL:.33469
loationigp and legal desaip-
:tian of'the:,partIons,of droinoge
:easements'-kOpo-sed to be than-
doniY.Ziinti o noticed herein'ore
tiivaiglisUtroithsi'ixtblic and all infer--
estecrairtieiat thebffice of the VII4t
jpgeCIKIVeVillgge Hall and in
Jhe DipiirlinentCommunity De-
ritikYilloge Hall Com-
plex.
An persOktintprested in this matter
may appear before .the Village
?Council of the Village of Tequesta
..at the time and place aforesaid and
• be,heor . •
- • C ,Should,anyInterestect_parti seek to
'appeal anfcislOn made by the
< Village Coiii;'Cil with respecrto any
'Consideied at this Public
;Hearing:said:party will need a re-
thi,proceeclings, and for
'such erpoSeilnay need to insure
t_haf record of the pro-
C'ee;iP4Itil.fi5de-VVhfafrecdid In-
ctictft Itie;toylimbrik'and-evidence?
upon !cls ljiq ppeal is to be
• based..280.01 5"-
• •
.This Not pursuant to
th4Villaief.:Teililiesto Code of Or-
b.e.4„...t=0:1)ppg9cfm.ToVillage of
tc4,44iyorOci Hall fsa consplca-
OL.! ci_n:ouStildiii the trentstsl!,11,1
. :
Joonn Mongonle80
9°P10
;
•